Study on Strength and Stiffness of Meranti Wood Truss with Plywood Gusset Plate Connection and Lag Screw Fastener

Pratiwi, Naomi; Tjondro, Johannes Adhijoso

dc.contributor.author	Pratiwi, Naomi
dc.contributor.author	Tjondro, Johannes Adhijoso
dc.date.accessioned	2018-05-09T04:59:15Z
dc.date.available	2018-05-09T04:59:15Z
dc.date.issued	2018
dc.identifier.issn	2549-5925
dc.identifier.other	artsc298
dc.identifier.uri	http://hdl.handle.net/123456789/5930
dc.description	JOURNAL OF THE CIVIL ENGINEERING FORUM (JCEF); Vol.4 No.1, January 2018.	en_US
dc.description.abstract	Wooden truss could be one of the options to be used as structural element both in building or bridge. Wooden truss overcomes the limitation of timber with great dimension with necessary strength. In this study, the wooden truss was designed with Meranti wood type with elasticity modulus of 10,520 MPa and specific gravity of 0.8. The timber used has cross-section size of 45 mm × 45 mm, with truss frame span of 2,445mm and height of 400 mm. The connection between the timbers was using 18 mm thick plywood with 6 mm lag screw fastener. The destructive testing that was conducted on 3 test samples showed a result that the strength of the truss was at an ultimate load of 31,042 N with a ductility ratio of 5.61. Numerical study of the truss’ stiffness with this connection model resulted in stiffness degree value of 0.94.	en_US
dc.description.uri	https://jurnal.ugm.ac.id/jcef/issue/view/3234
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada	en_US
dc.relation.ispartofseries	JOURNAL OF THE CIVIL ENGINEERING FORUM (JCEF);Vol.4 No.1, January 2018.
dc.subject	ULTIMATE LOAD	en_US
dc.subject	WOODEN TRUSS	en_US
dc.subject	LAG SCREW	en_US
dc.subject	PLYWOOD GUSSET PLATE	en_US
dc.subject	STIFFNESS DEGREE	en_US
dc.title	Study on Strength and Stiffness of Meranti Wood Truss with Plywood Gusset Plate Connection and Lag Screw Fastener	en_US
dc.type	Journal Articles	en_US